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All Journal Natural Science: Journal of Science and Technology E-Journal Perdagangan Industri dan Moneter Teras Jurnal Prosiding Seminar Nasional Pakar Jurnal Serambi Engineering JURNAL REFORMASI ADMINISTRASI Jurnal Ilmiah untuk Mewujudkan Masyarakat Madani Jurnal Teknik Sipil dan Teknologi Konstruksi Community Development Journal: Jurnal Pengabdian Masyarakat International Journal of Applied Technology Research International Journal of Engineering, Science and Information Technology Jurnal Kolaboratif Sains Tameh : Journal of Civil Engineering Jurnal Karya Abdi Masyarakat JURNAL PENGABDIAN AGRO AND MARINE INDUSTRY Journal of The Civil Engineering Student

Zakia Zakia

Universitas Teuku Umar

Author-ID : 2411611

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PENENTUAN PERGESERAN TANAH KOTA PALU MENGGUNAKAN DATA MIKROTREMOR Zakia, Zakia; Sandra, Sandra; Hasanuddin, M.Rusydi
Natural Science: Journal of Science and Technology Vol 6, No 2 (2017): Volume 6 Number 2 (August 2017)
Publisher : Univ. Tadulako

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (598.251 KB)

Penelitian tentang pergeseran tanah (ground shear strain) di Kota Palu menggunakan data mikrotremor telah berhasil dilakukan. Penelitian ini bertujuan untuk menentukan nilai dan keadaan pergeseran tanah di Kota Palu. Daerah penelitian ini meliputi 3 kecamatan yaitu Kecamatan Mantikulore, Kecamatan Palu Barat, dan Kecamatan Palu Timur. Tahapan penelitian menggunakan data sekunder mikrotremor berupa frekuensi dominan (f0) dan faktor amplifikasi (A0). Indeks kerentanan seismik (Kg) dan nilai percepatan getaran tanah maksimum Peak Ground Acceleration (PGA) diperoleh dengan menggunakan nilai f0 dan A0 tersebut. Hasil analisis f0, A0, perhitungan Kg dan PGA maka didapatkan nilai pergeseran tanah (?). Hasil penelitian ini menunjukkan bahwa besar nilai pergeseran tanah (?) di Kota Palu berkisar antara 4,66 x 10-6 sampai 1,00 x 10-4. Keadaan tersebut, akan menyebabkan sebagian besar Kota Palu mengalami keretakan atau pergeseran jika terjadi gempabumi dan sebagian kecil hanya mengalami getaran tanah

EVALUASI STANDAR JALUR EVAKUASI KEBAKARAN PADA BANGUNAN GEDUNG BERTINGKAT (Studi Kasus Gedung BAPPEDA Kabupaten Nagan Raya) Rahmat Djamaluddin; Zakia Zakia; Firzan Firzan; Aulil Fajri
TERAS JURNAL Vol 11, No 2 (2021): Volume 11 Nomor 2, September 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i2.551

Abstrak Dampak negatif yang ditimbulkan dari bencana dapat berupa kerugian materiil maupun jiwa. Bencana tersebut dapat dicontohkan seperti banjir, gempa bumi ada pula bencana non alam seperti kebakaran. Penelitian ini bertujuan untuk mengetahui bagaimana kondisi standar jalur evakuasi kebakaran pada kantor BAPPEDA Kabupaten Nagan Raya, mengetahui apakah jalur evakuasi kebakaran pada kantor BAPPEDA Kabupaten Nagan Raya telah memenuhi standar. Data yang digunakan berupa data primer dan sekunder, yang diambil dengan cara penyebaran kuisioner, observasi dan pengamatan secara langsung. Pertanyaan melalui kuisioner diolah menggunakan software SPSS-23, sedangkan data hasil observasi dan pengamatan secara langsung, diolah melalui analisa deskripsi sesuai hasil lapangan. Hasil analisa menunjukkan bahwa semua pertanyaan valid memiliki nilai korelasi lebih besar dari nilai product moment/r tabel 0,632. Sedangkan metode penelitian yang digunakan adalah metode kuantitatif. Hasil evaluasi standar jalur evakuasi kebakaran pada Bangunan Gedung BAPPEDA Kabupaten Nagan Raya, belum sesuai standar Peraturan Menteri Pekerjaan Umum No.26/PRT/M/2008 tentang Persyaratan Teknis Sistem Proteksi Kebakaran Pada Bangunan Gedung dan Lingkungan bahwasanya penerapan peraturan sistem jalur evakuasi kebakaran masih pasif pada gedung BAPPEDA Kabupaten Nagan Raya untuk fungsi bangunan publik serta Kesesuaian fasilitas jalur evakuasi kebakaran yang tersedia pada bangunan gedung BAPPEDA Kabupaten Nagan Raya sangat sulit dilakukan evakuasi jika sewaktu waktu-waktu terjadi kebakaran Kata Kunci: Jalur evakuasi, bangunan gedung, metode kuantitatif, kuisioner Abstract The negative impact can be in the form of material and life losses. The disaster can be exemplified as floods, earthquakes there are also non-natural disasters such as fire. Disaster is a phenomenon of human life that cannot be known exactly when it happened. This study aims to determine how the standard conditions of fire evacuation routes at the Nagan Raya Regency Bappeda office, find out whether the fire evacuation routes at the Nagan Raya Regency Bappeda office meet the standards. The data used in this study are primary and secondary data, data collection is done by observation and direct observation. While the research method used is a quantitative method. Results of the Standard Identification of Fire Evacuation Paths in Nagan Raya Regency Bappeda Building, according to Minister of Public Works Regulation No.26 / PRT / M / 2008 concerning Rescue Lines that the application of fire evacuation system regulations is still passive in Bappeda Building Nagan Raya Regency for public building functions as well as the suitability of fire evacuation route facilities available in the building of Bappeda Nagan Raya Regency, it is very difficult to evacuate if at any time there is a fire Keywords: Evacuation route, building, quantitative method, questionnaire

Analisis Kelayakan Ekonomi Bangunan Bronjong Tebing Sungai Dalam Upaya Pengendalian Erosi dian febrianti; Meylis Safriani; Zakia Zakia
TERAS JURNAL Vol 12, No 1 (2022): Volume 12 Nomor 1, Maret 2022
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v12i1.611

Abstrak Studi Kelayakan sangat diperlukan oleh banyak kalangan seperti investor atau pemerintah. Salah satu program pemerintah untuk mensejahterakan masyarakat adalah dengan membangun fasilitas atau konstruksi yang dapat berpengaruh pada perekonomian masyarakat atau untuk keselamatan masyarakat, salah satunya yaitu bronjong. Pembangunan bronjong sebagai tebing sungai di Desa Padang Mancang, Kecamatan Kaway XVI, Kabupaten Aceh Barat diharapkan dapat memberikan keselamatan bagi warga yang tinggal di sekitar sungai dikarenakan pengikisan tebing sungai yang semakin parah. Pembangunan bronjong ini disarankan dapat menjadi bahan evaluasi bagi Dinas PU Pengairan untuk mengetahui tentang studi kelayakan ekonominya. Biaya modal yang dikeluarkan untuk pembangunan bronjong adalah sebesar Rp. 8.684.106.116,- dan biaya tahunan yang dikeluarkan (biaya operasional dan pemeliharaan) adalah sebesar Rp. 37.111.565,-. Manfaat yang diperoleh dengan adanya pembangunan bronjong didapat senilai Rp. 7.214.000.000,-. Studi Kelayakan Ekonomi Pada Pembangunan Bronjong Tebing Sungai bertujuan untuk mengetahui layak atau tidak proyek tersebut dijalankan dengan menggunakan metode NPV (Net Present Value), dan BEP (Break Even Point). Studi kelayakan ini menggunakan suku bunga 5% dan umur ekonomi bangunan 65 tahun. Hasil nilai NPV yang diperoleh sebesar Rp. 397.600.237,- atau NPV > 0 dan BEP terjadi pada tahun ke-60 bulan ke-6, sehingga waktu pengembalian modal kurang dari umur ekonomis proyek, yaitu 65 tahun. Kesimpulan dari hasil penelitian ini menunjukkan bahwa proyek pembangunan bronjong ini layak dilaksanakan dan dibangun untuk menghindari erosi pada tebing sungai. Kata kunci: Studi Kelayakan, bronjong, NPV, BEP. Abstract A feasibility study is needed by many groups such as investors or the government. One of the government's programs for the welfare of the community is to build facilities or construction that can affect the economy of the community or for the safety of the community, one of which is the gabion. The construction of gabions as river cliffs in Padang Mancang Village, Kaway XVI District, West Aceh Regency is expected to provide safety for residents living around the river due to the increasingly severe erosion of river cliffs. The construction of gabions is suggested to be used as evaluation material for the Dinas PU Pengairan to find out about its economic feasibility study. The capital cost spent for the construction of gabions is Rp. 8,684,106,116, - and the annual cost incurred (operational and maintenance costs) is Rp. 37,111,565, -. The benefits obtained from the construction of gabion are valued at Rp. 7,214,000,000, -. The Economic Feasibility Study on the Development of the River Cliffs Gabion aims to determine whether the project is feasible or not to be carried out using the NPV (Net Present Value) and BEP (Break Even Point) methods. This feasibility study uses primary data, secondary data and assumptions to be used in the calculation of cash flow analysis. By using an interest rate of 5% and an economic age of 65 years, the NPV value obtained is Rp. 397,600,237, - and BEP occurs in the 60th year of the 6th month. The results of the three methods indicate that the gabion construction project is feasible to implement or build. Keywords: Feasibility Study, Gabion, NPV, BEP

Economic Feasibility Study on The Development of Irrigation Channels Zakia Zakia; Meylis Safriani; Nessa Radianica; M Faisi Ikhwali
International Journal of Engineering, Science and Information Technology Vol 2, No 1 (2022)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Indonesia is an agricultural country where the livelihood of the majority of the population is farming. Geographically, Indonesia is an archipelagic country that has enormous natural potential, both in the marine and agricultural fields. The agricultural sector is a sector that has an important role in improving the welfare of the entire population of Indonesia. Rice fields in Blang Beurandang Village still rely on irrigation from using rainwater to meet irrigation water needs. To increase rice yields, an irrigation network is needed that can flow water to the rice fields. It is necessary to conduct a feasibility study on the irrigation to be built so that it can be calculated from an economic point of view whether the project is feasible or not. This feasibility study is equipped with an analysis using the first method; Net Present Value (NPV), the second is the Benefit Cost Ratio (BCR) analysis, the third is the Internal Rate of Return (IRR), and the fourth is the Break Event Point (BEP). The results of this study are the value of the investment cost of the construction project or the initial capital of the irrigation canal which is IDR. 2,088,058,500, and the value of the operational and maintenance costs is IDR. 9,578,250 per year. The results obtained that NPV was IDR. 30,614,330, BCR was 1.01%, IRR was 5.88% > 5% and BEP occurred in the 22nd year and the 7th month. Based on the calculation results obtained from these four methods, it shows that the irrigation channel construction project has met the eligibility requirements and the project can be implemented or built. This means that the construction of irrigation networks in the village is feasible.

Penjadwalan Proyek Konstruksi Dengan Penerapan Simulasi Monte Carlo Dian Febrianti; Bambang Tripoli; Zakia Zakia; Rahmat Djamaluddin
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 1 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi
Publisher : Universitas Teuku Umar

The scheduling method that is often used in project planning in a deterministic way is the CPM method, the PERT method. However, in reality, uncertainty is often found in project completion, in accordance with the characteristics of a construction project that has a high level of risk. One of the methods used to determine the estimated project time is the monte carlo simulation method. The monte carlo simulation is a statistical sampling technique used to estimate solutions to quantitative problems. The research was conducted on the construction project of the Public Service Center (PSC) building in Krueng Sabee District, Aceh Jaya Regency. The purpose of this study is to determine the probabilistic method of scheduling and to explain the application of the monte carlo method for scheduling. The data used in this study are secondary data in the form of interviews and project implementation time schedule (curve S). Based on the monte carlo simulation that has carried out the distribution of completion on a public service center building construction project, the minimum value of the total project duration is 86.40 days, the maximum value of the total project duration is 105 days, and the mean value is 96 days. So the project can be completed within 96 days of the 100 plan days. So it can be concluded that the project is completed 4 days faster than the 100 day plan. Based on the above explanation, the Monte Carlo simulation is not significant enough to reduce the project duration, so that more significant work can be added or overtime. Keywords— Scheduling, Probabilistic, Simulation, Monte Carlo

PERENCANAAN TENAGA KERJA DAN BIAYA TENAGA KERJA PADA PEKERJAAN BETON STRUKTUR KOLOM Dian Febrianti; Zakia zakia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 5, No 1 (2019): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

The project is a group of interconnected activities where there are starting points and end points and certain results. Projects usually require various skills from various professions and organization. The resources used during construction are men, money, materials, machines, methods, marketing, and information. Manpower / human resources is one of the most important factors of project success. In addition, another important factor is planning labor costs, because to find out the amount of costs incurred on the project. The purpose of this study is to find out the labor requirements and the amount of labor costs, as well as knowing the accumulation of labor needs and the greatest costs for a given week and the causes, especially the concrete work of column structures. In writing this final project, the method of calculating the amount of labor and costs is used with the help of Microsoft Excel, then visualized through graphics. The data used in this study is secondary data consisting of drawing plans, Budget Plan (RAB), time schedule, progress, and work plans. This study resulted in the calculation of labor requirements, in the column structure, namely 582.21 OH. With details, workers 442.96 OH, artisan94.29 OH, artisan head 23.46 OH, and Overseer 21.51 OH. The labor cost needed to finance this work is Rp. 26,249,643.00. The use of the largest costs occurs at week 4, costs Rp. 4,902,580.00 and the smallest costs occur at week 2 of Rp. 337,608.00. Based on this research, labor requirements and labor costs have been well distributed

STUDY KELAYAKAN INVESTASI ALAT BERAT PADA INDUSTRI JASA KONTRUKSI JALAN Edi Mawardi; Zakia Zakia; Bambang Tripoli
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

weight is very important in a construction work. The advantage of using heavy equipment is that it can get the job done faster. The use of heavy equipment that is not right will cause losses in terms of time, technical, and cost. For this purpose the feasibility of investing in heavy equipment is very necessary. A precise and complete analysis of operating costs for the heavy equipment will help the company to make decisions, especially in financial terms. The purpose of this study is to determine the feasibility of heavy equipment investment in the road construction industry. analysis of heavy equipment operating costs, and knowing good machine handling. Cost analysis on heavy equipment, is expected to provide benefits that can be feasible to invest in heavy equipment in the construction services industry. This research was carried out on the Project for Improvement of the Alun-Alun Suka Makmue Road-Phase II Eastern Ring Road, located in the Regency Nagan Raya. This study uses a qualitative method with a descriptive approach, namely research that tries to tell a solution to problems based on data that will be obtained in the field. This study uses a qualitative method with a descriptive approach, namely research that tries to tell a solution to problems based on data that will be obtained in the field. 738. per hour, motor grader Rp. 572,401 per hour, roller vibrator Rp. 499,735 per hour and water tanker truck Rp. 348,859 per hour. Whereas the economic age calculation is obtained for excavators, namely NVP = - Rp. 336. 421,545 <0 unfeasible, motor graders ie NVP = - Rp. 284. 7095,627 <0 unfeasible, vibrator roller NVP = Rp. 41,266,203> 0 feasible investment and water tanker truck that is NVP = Rp. 29,677,392> 0 feasible investment. The results show that excavator and motor grader heavy equipment has not yet returned capital, while for heavy equipment vibrator rollers and water tankers have returned capital. So for heavy equipment vibrator rollers and water tanker trucks are feasible to be replaced with a new device.Keywords: Heavy Equipment, Investment Feasibility and Operating Costs.

OPTIMASI BIAYA PELAKSANAAN KONSTRUKSI JALAN DENGAN APLIKASI REKAYASA NILAI (VALUE ENGINEERING) Astiah Amir; Zakia Zakia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 1, No 1 (2015): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Penelitian ini dilakukan untuk optimalisasi biaya pelaksanaan konstruksi jalan dengan aplikasi metode rekayasa nilai (value engineering). Objek yang dikaji adalah Project Package JNB1 of Road : Lueng Gayo – Arongan Lambalek pada STA 198 – STA 216 Kabupaten Aceh Barat Provinsi Aceh. Fungsi jalan ini merupakan infrastruktur penghubung antara Banda Aceh dengan Meulaboh. Dalam metode Rekayasa Nilai terdapat beberapa tahapan yang harus dilakukan yaitu tahap informasi, tahap kreatif, tahap analisa, dan tahap rekomendasi. Hasil kajian menunjukkan bahwa komponen pekerjaan yang layak diadakan aplikasi rekayasa nilai adalah selected embankment dan asphalt yang merupakan wilayah studi. Kedua division ini dianalisis fungsi dan layak untuk diadakan rekayasa nilai. Hasil analisis menunjukkan bahwa alternatif Vertical Vibre Drain (VVD) dan Horizontal Sand Drain (HSD), Cakar ayam Modifikasi (CAM) yang menjadi ide kreatif berdasarkan brainstorming, setelah diadakan rekayasa nilai memiliki keunggulan dibandingkan alternatif existing (Geotextile dan geogrid kombinasi cerucuk), dengan melihat kriteria mutu konstruksi, biaya pemeliharaan, ramah lingkungan dan Life Cycle Cost (LCC). LCC untuk alternatif pemancangan VVD dan HSD Rp.120.865.300.964, alternatif CAM adalah Rp.115.639.315.748,61.; dibandingkan dengan life cycle cost (LCC) existing (Geotextile dan geogrid kombinasi cerucuk) sebesar Rp. 128.487.519.598. Besar penghematan biaya (cost saving) setelah dilakukan Rekayasa Nilai (Value Engineering) adalah sebesar Rp.12.848.203.849,39 atau 10% untuk pelaksanaan konstruksi dengan metode dan teknologi konstruksi CAM sebagai alternatif terpilih. Kata Kunci : Rekayasa Nilai, Optimalisasi, Biaya konstruksi, Jalan.

KAJIAN POTENSI TERJADINYA TUNTUTAN KONTRAKTOR PELAKSANA TERHADAP PENGGUNA JASA (OWNER) PADA PROYEK Zakia Zakia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 2, No 2 (2016): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

In the world of construction, pengendaliaan time, cost and quality are very important for achieving the ultimate goal of the project. Demands are filed compensation requests of the executor of the service providers. Charges could result in failure to achieve the ultimate goal of a project that has been planned in advance. Besides the losses incurred can affect the work or product. Those who feel aggrieved can file charges to include any losses experienced and an explanation of the rights that have been violated. The problem is to know which factors are most likely to cause the occurrence of claims from the contractor of the project owner (owner). The purpose of this research is to mengindentifikas factors that potentially cause the demands of service providers (contractors Executor) to service users. Based on data analysis, it is found 17 items of questions from 32 questions otherwise valid Corrected Item Total Correlation values> 0.3, while the other 15 question items is invalid because the value of Corrected Item Total Correlation <0.3. Analysis of reliability can be seen that the value cronbach'alpha if item deleted> 0.60, meaning that 32 respondents in the 32 item questionnaire that question is accurate, stable and consistent. Factors differences in field conditions is a factor that causes the highest demands. Keywords: potential, the demands of the contractor.

SISTEM PENGAKUTAN SAMPAH DI KOTA MEULABOH ANALISIS ANGGARAN BIAYA UPAH KERJA BERDASARKAN UKURAN PRODUKTIVITAS PEKERJA PADA PEKERJAAN PASANGAN DINDING BATU BATA Zakia Zakia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 4 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

One important factor in construction projects is wages , which is required for the measurement of labor productivity which will assist the contractor in project planning improvements to get the budget costs . Productivity can be used as a parameter in determining the duration of the activity , the amount of labor and cost . The main issues to analyze or measure the value of productivity / hour / person every type of work in determining wages .Objective analysis of the cost of construction , NFPA 2007 is calculated back to the ISO 2008. Based on research on building projects Tarbiyah Islamic Madrasah ( MTI ) is obtained for the installation of brick work piece rate according to ISO 2007 is not better when compared to ISO 2008 with unit price details work SNI 2007 amounted to Rp . 9,997 , - / org / m2 and according to ISO 2008 was Rp . 14,247 , - / Org / m2 , if it 's a brick wall stucco work on the calculation of unit wage according to ISO 2007 (Rp . 8,415 , - / org / m2 ) was no better as well when compared to ISO 2008 was Rp . 11,950 , - / Org / m2. In the ceramic work according to ISO 2007 Rp.24.788 , - / org / m2 no better also than ISO 2008 Rp . 52,615 , - / Org / m2 . In a painting according to ISO 2007 Rp . 2,560 , - / Org / m2 . not better as well when compared to ISO 2008 Rp . 3,520 , - / Org / m2. Keywords : labor productivity , wall , brick , wages.

Co-Authors Al Munawir Andi Mustafa Andi Yusra Andrisman Satria Astiah Amir Aulia Rahman Aulil Fajri Azhar Azhar Bambang Tripoli Burhanuddin Burhanuddin Cut Nurrahmah Delfian Masrura Dewi Purnama Sari Dewi Purnama Sari dian febrianti Edi Mawardi Ersa, Nanda Savira Etik Umiyati Faliqul Isbah Farizal, Teuku Febrianty, Dian Firzan Firzan Fitry Hasdanita Husaini, Muhammad Zakki Inseun Yuri Salena Irfan Ridwan Maksum M. Faisi Ikhwali Meidia Refiyanni Meidia Refiyanni Melati Dewi Meylis Safriani Muhammad Ramadhana Muhammad Rusydi H. Murhaban Nessa Radianica Prayogo, Wisnu Rafshanjani, M.Arrie Rahmat Djamaluddin Raina Parmitalia Dinda Ratih, Andi Rinaldy Rinaldy Rita Fazlina Sandra Sandra Sariani, Meylis Sarifuddin Sarifuddin Sri Kurniati Supardi, Joli T. M. Azis Pandria Teuku Cut Adek Zulfanetti , Zulfanetti

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